package com.css.fxfzysx.modules.cztDataMange.vo;

import cn.afterturn.easypoi.excel.annotation.Excel;
import lombok.Data;

/**
 * 钢筋混凝土参数信息
 * czt_concrete_param_info
 */
@Data
public class ExportRcpExcelSheet1Vo {

    /**
     * 省
     */
    @Excel(name = "省", width = 20, orderNum = "1")
    private String province;

    /**
     * 市
     */
    @Excel(name = "市", width = 20, orderNum = "2")
    private String city;

    /**
     * 区县
     */
    @Excel(name = "区县", width = 20, orderNum = "3")
    private String county;

    /**
     * 用途
     */
    @Excel(name = "用途", width = 20, orderNum = "4")
    private String purpose;

    /**
     * 用途
     */
    @Excel(name = "用途", width = 20, orderNum = "5")
    private String purpose1;

    /**
     * 结构类型
     */
    @Excel(name = "结构类型", width = 20, orderNum = "6")
    private String structureType1;


    /**
     * 年代
     */
    @Excel(name = "年代", width = 20, orderNum = "7")
    private String years;

    /**
     * 设防情况
     */
    @Excel(name = "设防情况", width = 20, orderNum = "8")
    private String fortification;
    /**
     * 层数
     */
    @Excel(name = "层数", width = 20, orderNum = "9")
    private String cs;


    /**
     * 场地类别
     */
    @Excel(name = "场地类别", width = 20, orderNum = "10")
    private String sc;


    /**
     * 设计地震分组
     */
    @Excel(name = "设计地震分组", width = 20, orderNum = "11")
    private String eqGroup;


    /**
     * 阻尼比
     */
    @Excel(name = "阻尼比", width = 20, orderNum = "12")
    private Double dampRatio;
    /**
     * 现浇钢筋混凝土构件沿高度断面无突变
     */
    @Excel(name = "现浇钢筋混凝土构件沿高度断面无突变", width = 20, orderNum = "13")
    private String ciType1Value;

    /**
     * 平面规则
     */
    @Excel(name = "平面规则", width = 20, orderNum = "13")
    private String ciType2Value;

    /**
     * 施工质量良好
     */
    @Excel(name = "施工质量良好", width = 20, orderNum = "14")
    private String ciType3Value;

    /**
     * 依据的建筑抗震设计规范
     */
    @Excel(name = "依据的建筑抗震设计规范", width = 20, orderNum = "15")
    private String ciType4Value;


//    /**
//     * 榀数
//     */
//    @Excel(name = "榀数", width = 20, orderNum = "16")
//    private Integer ps;

    /*    *//**
     * 剪力墙的片数
     *//*
    @ExcelPropertyCheck(index = 18,required = true,name = "剪力墙的片数")
    private Double shearWallPieces;*/

//    /**
//     * 每榀间距（m）
//     */
//    @Excel(name = "每榀间距（m）", width = 20, orderNum = "17")
//    private Double trussSpacing;
//
//    /**
//     * 建筑物宽度(mm)
//     */
//    @Excel(name = "建筑物宽度(mm)", width = 20, orderNum = "18")
//    private Double buildWidth;

//    /**
//     * 每层荷载值(KN/m^2)
//     */
//    @Excel(name = "每层荷载值(KN/m^2)", width = 20, orderNum = "19")
//    private Double perLoad;


    /**
     * 楼层号
     */
    @Excel(name = "楼层号", width = 20, orderNum = "16")
    private Integer floorNum;

//    /**
//     * 层高
//     */
//    @Excel(name = "层高", width = 20, orderNum = "19")
//    private Double floorHeight;

    /**
     * 柱编号
     */
    @Excel(name = "柱编号", width = 20, orderNum = "17")
    private String pillarCode;


    /*    *//**
     * 中柱还是边柱
     *//*
    @ExcelPropertyCheck(index = 24,required = true,name = "中柱/边柱")
    private String pillarPosition;*/

    /**
     * 钢筋混凝土强度等级
     */
    @Excel(name = "钢筋混凝土强度等级", width = 20, orderNum = "18")
    private String fck;

    /**
     * 柱净高Hn
     */
    @Excel(name = "柱净高Hn", width = 20, orderNum = "19")
    private Double pillarHeight;


    /**
     * 柱截面宽b(mm)
     */
    @Excel(name = "柱截面宽b(mm)", width = 20, orderNum = "20")
    private Double pillarSectionWidth;


    /**
     * 柱截面有效高
     */
    @Excel(name = "柱截面有效高", width = 20, orderNum = "21")
    private Double pillarSectionHeight;

    /**
     * 柱箍筋牌号
     */
    @Excel(name = "柱箍筋牌号", width = 20, orderNum = "22")
    private String stirrupNum;

    /**
     * 柱箍筋截面积Asv  (mm^2)
     */
    @Excel(name = "柱箍筋截面积Asv  (mm^2)", width = 20, orderNum = "23")
    private Double sectionalArea;

    /**
     * 箍筋间距s
     */
    @Excel(name = "箍筋间距s", width = 20, orderNum = "24")
    private Double spacing;

    /**
     * 柱下端纵向钢筋牌号
     */
    @Excel(name = "柱下端纵向钢筋牌号", width = 20, orderNum = "25")
    private String stirrupDownNum;

    /**
     * 柱下端受压区纵向钢筋面积As'  (mm^2)
     */
    @Excel(name = "柱下端受压区纵向钢筋面积As'  (mm^2)", width = 20, orderNum = "26")
    private Double sectionalDownArea1;

    /**
     * 柱下端受拉区纵向钢筋面积As  (mm^2)
     */
    @Excel(name = "柱下端受拉区纵向钢筋面积As  (mm^2)", width = 20, orderNum = "27")
    private Double sectionalDownArea2;

    /**
     * 柱上端纵向钢筋牌号
     */
    @Excel(name = "柱上端纵向钢筋牌号", width = 20, orderNum = "28")
    private String stirrupUpNum;

    /**
     * 柱上端受压区纵向钢筋面积As'  (mm^2)
     */
    @Excel(name = "柱上端受压区纵向钢筋面积As'  (mm^2)", width = 20, orderNum = "29")
    private Double sectionalUpArea1;

    /**
     * 柱上端受拉区纵向钢筋面积As  (mm^2)
     */
    @Excel(name = "柱上端受拉区纵向钢筋面积As  (mm^2)", width = 20, orderNum = "20")
    private Double sectionalUpArea2;

    /**
     * 受压筋合理点距受压边缘的距离
     * as
     */
    @Excel(name = "受压筋合理点距受压边缘的距离", width = 20, orderNum = "31")
    private Double distance;

    /**
     * 受压筋合力点距受压边缘的距离  as‘(mm)
     */
    @Excel(name = "受压筋合力点距受压边缘的距离  as‘(mm)", width = 20, orderNum = "32")
    private Double distance2;

    /**
     * 备注
     */
    @Excel(name = "备注", width = 20, orderNum = "33")
    private String remark;
}
